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Impact of Extreme Sea Levels and Waves in the Bay of Lundåkra

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Impact of Extreme Sea Levels and Waves in the Bay of Lundåkra Master Thesis TVVR 13/5011 Impact of Extreme Sea Levels and Waves in the Bay of Lundåkra - Present Situation and Future Scenarios ____________________________________________________ Sandra Ottosson Karin Vendt Division of Water Resources Engineering Department of Building and Environmental Technology Lund University Department for Water Resources Engineering TVVR-13/5011 ISSN 1101-9824 Impact of Extreme Sea Levels and Waves in the Bay of Lundåkra -Present Situation and Future Scenarios Karin Vendt Sandra Ottosson Front page: photograph by Olle Nordell 2013, Municipality of Landskrona. Preface This Master Thesis represents the final step of our engineering education programs. The report has been produced during the period 2013-01-07 - 2013-06-11 at the request of the municipality of Landskrona. The project has been accomplished at the division of Water Resources Engineering at the Faculty of Engineering of Lund University. We would like to thank Professor Hans Hanson who has been our supervisor for the project, and also Professor Magnus Larson. Both of them have taken the time to answer all our questions and to guide us through the different steps of the project. Many questions have been answered and we have learnt a lot during the consultations. We would also like to thank Olle Nordell, ecologist at the environmental department at the municipality of Landskrona, who has been our contact person at the municipality. He has provided ideas and inspiration in the start-up phase and during the continuous work with the project. He has also helped us with materials and useful information. Special thanks go to Charlotta Borell Lövstedt at DHI who has supported us with external supervising for the project. She has provided us with answers to questions and many valuable comments to improve our work and bring in new perspectives. We are further very thankful for letting us use data provided by DHI as well as additional useful materials. Very special thanks finally to Peter Jonsson at Engineering Geology at the Faculty of Engineering of Lund University who has been very helpful with the treatment of the raw data from the laser scan provided by Landskrona and Kävlinge. Without his contribution this processing would have taken a much bigger portion of time from the project. During the process he has also provided many answers and explanations concerning the treatment of elevation data. Karin Vendt and Sandra Ottosson Lund, June 2013 Abstract This report is a study of the impacts of extreme sea levels and waves on the coastal area of the bay of Lundåkra. The bay is characterized by shallow sea bottoms and a flat topography, particularly in the north. Analyses have been based on historical data. To expand the analyses to apply for a future scenario a change in mean sea level has been considered. Based on general recommendations from the Swedish Meteorological and Hydrological Institute (SMHI) and recent research from the Arctic Monitoring and Assessment Program (AMAP) two future scenarios have been chosen, a sea level rise of 1 m and 1.6 m respectively, for the year of 2100. The bay of Lundåkra is a Natura 2000 area and also contains smaller areas of nature reserves. The bay area holds many conservation values. Some of the most important ones are found in an area of coastal meadows in the northernmost part close to the Saxån estuary. This site is important to many red listed birds. This area is particularly threatened since the highway E6 runs very close to the coast here. The bay area is also of great importance for fish and other animals. Bathymetry and topography data collected by a laser scan method have been obtained from the municipality of Landskrona and Kävlinge and combined with the New National Height Model (NNH) from Lantmäteriet. Modeled wave data (1994-2011) have been extracted for the bay from the company Denmark’s Hydrological Institute, DHI. Sea levels (1992-2012) have been obtained from SMHI and combined with a longer series extracted from a previous study by Karlsson Green and Martinsson (2010). Return periods have been estimated for sea levels and waves by fitting the data to Weibull and Gringorten distribution functions. For the extreme event of the November storm in 2011-11- 27 the waves reached 2.2 m, which has the estimated return period of 32.5 years. The sea level reached at the same time 1.47m, with the estimated return period of 27.5 years. Applying the Bruun rule to the future scenarios a risk has been estimated of a coastline retreat of several hundreds of meters along the entire bay area. The northernmost part with the important coastal meadows will likely be flooded already at a sea level rise of 0.75 m. An analysis for calculating the wave runup levels indicate that the highway may be exposed to wave runup at extreme events in the future scenario of a 1 m sea level rise. The wave runup analysis further shows some indications that some sections of the coastline will be more exposed to wave erosion than others. Keywords: The bay of Lundåkra, Natura 2000, wave runup, erosion, flooding, sea levels, climate change, bottom profiles Table of Contents 1 Introduction ........................................................................................................................ 1 1.1 Background .................................................................................................................. 1 1.1.1 Recent extreme event ........................................................................................... 1 1.2 Objectives - Question at issue ..................................................................................... 1 1.3 Delimitations ............................................................................................................... 2 1.4 Methods ....................................................................................................................... 2 1.5 Disposition ................................................................................................................... 2 2 Area description ................................................................................................................. 4 2.1 Hydrography and hydrology ........................................................................................ 5 2.2 Sand suction pits and an underwater channel .............................................................. 5 2.3 Geology ....................................................................................................................... 6 2.3.1 Land Geology ....................................................................................................... 6 2.3.2 Marine geology .................................................................................................... 6 2.4 Flora and Fauna ........................................................................................................... 6 2.5 Nature protection ......................................................................................................... 7 2.5.1 Values of the area ................................................................................................. 7 2.5.2 Natura 2000 .......................................................................................................... 8 2.5.3 Ramsar site ........................................................................................................... 9 2.5.4 Nature reserves ..................................................................................................... 9 2.6 Previous studies ......................................................................................................... 10 3 Coastal processes .............................................................................................................. 11 3.1 Winds ......................................................................................................................... 11 3.2 Waves ........................................................................................................................ 11 3.3 Sea levels ................................................................................................................... 11 3.4 Wave runup ................................................................................................................ 12 3.5 Sediment transport ..................................................................................................... 12 3.5.1 Cross-shore sediment transport .......................................................................... 12 3.5.2 Longshore sediment transport ............................................................................ 12 4 Climate change ................................................................................................................. 14 4.1 Sea level rise - predictions for the future ................................................................... 14 4.1.1 Mean sea level in south of Sweden .................................................................... 15 4.1.2 Extreme sea levels .............................................................................................. 15 4.2 Change in wind climate ............................................................................................. 15 5 Analyses ........................................................................................................................... 16 5.1 Available data ...........................................................................................................
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